PRODUCT INFORMATIONWedge-Bolt®+

www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-63001

g

SECTION CONTENTS Page No.

General Information .................... 1

Material Specifications................ 1

Installation Specifications ........... 2

Installation Instructions............... 3

SD Performance Data .....................4

SD Factored Design Strength...........6

ASD Performance Data...................8

Masonry Performance Data.........11

Design Critiera ..............................14

Ordering Information ...................16

Wedge-Bolt+

ANCHOR MATERIALS

Zinc plated carbon steel bodyand hex washer head or mechanicallygalvanized carbon steel body and hexwasher head

ANCHOR SIZE RANGE (TYP.)

1/4” diameter (uncracked concrete)3/8” diameter through 3/4” diameter

SUITABLE BASE MATERIALS

Normal-weight concreteStructural sand-lightweight concreteConcrete over steel deckGrout-filled concrete masonry (CMU)Solid clay brick

Wedge-Bolt+

The Wedge-Bolt+ anchor is a one piece, heavy duty screw anchor with a finished hexhead. It is simple to install, easy to identify and fully removable. The Wedge-Bolt+ hasfeatures and benefits that make it well suited for many applications. The steel threadsalong the anchor body tap into the hole during installation to provide keyed engagement.Suitable base materials include normal-weight concrete, structural sand-lightweightconcrete, concrete over steel deck, concrete masonry and solid clay brick. The anchor isdesigned for structural loading in cracked and uncracked concrete.

Screw Anchor

PRODUCT DESCRIPTION

• Racking, shelving and material handling• Support ledgers and temporary attachments• Interior applications/low level corrosion environment• Retrofits, repairs and maintenance• Fencing and railing• Seismic and wind loading

GENERAL APPLICATIONS AND USES

+ Consistent performance in high and low strength concrete+ Anchor can be installed through standard fixture holes+ Wedge-bit size is matched to the nominal anchor diameter+ Diameter, length and identifying marking stamped on head of each anchor+ Fast installation with a powered impact wrench+ One-piece, finished head design eliminates improper assembly or missing components

FEATURES AND BENEFITS

International Code Council, Evaluation Service (ICC-ES), ESR-2526 for concrete.International Code Council, Evaluation Service (ICC-ES), ESR-1678 for concretemasonry.Code compliant with the 2009 IBC, 2009 IRC, 2006 IBC, 2006 IRC, 2003 IBC, 2003 IRC and 1997UBCTested in accordance with ACI 355.2 and ICC-ES AC193 for use in structural concrete underthe design provisions of ACI 318 (Strength Design method using Appendix D)

Evaluated and qualified by an accredited independent testing laboratory for recognition incracked and uncracked concrete including seismic and wind loading (Category 1 anchors)

Evaluated and qualified by an accredited independent testing labortatory for reliabilityagainst brittle failure, e.g. hydrogen embrittlement

Tested in accordance with ASTM E488 and AC106 criteria

APPROVALS AND LISTINGS1

CSI Divisions: 03151-Concrete Anchoring, 04081 Masonry Anchoring and 05090-Metal Fastenings.Screw anchors shall be Wedge-Bolt+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchorsshall be installed in accordance with published instructions and the Authority Having Jurisdiction.

GUIDE SPECIFICATIONS

MATERIAL SPECIFICATIONS

Anchor component Specification

Anchor body and hex washer head

Plating

Case hardened low carbon steel

Zinc plating according to ASTM B 633, SC1, Type III (Fe/Zn 5)Minimum plating requirement for Mild Service ConditionMechanically Galvanized Zinc plating according to ASTM B 695,Class 55

1. Approvals and listings pending for mechanically galvanized Wedge-Bolt+ in concrete.

This Product Available In

Powers Design AssistReal Time Anchor Design Softwarewww.powersdesignassist.com

in. 7/16 9/16 3/4 15/16 1-1/8-

g

Anchor Property/Setting Information

Legend

Diameter and Length Identification Mark‘+’ Symbol = Strength Design Compliant Anchor

(see ordering information)

Matched Tolerance System

Notation Units

INSTALLATION SPECIFICATIONS

Installation Table for Wedge-Bolt+ (Design Provisions of ACI 318 Appendix D)Nominal Anchor Size

Wedge-Bolt+ Anchor Detail Hex Head Marking

Wedge-Bolt®+

Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2

PRODUCT INFORMATION

in.(mm)

in.(mm)

in.(mm)

in.(mm)

in.(mm)

in.(mm)

in.(mm)

in.(mm)in.(mm)

in.(mm)

in.

ft.-lb.(N-m)

1/2”1/4” 3/8”

0.500(12.7)

0.250(6.4)

5/16(7.9)

0.255to

0.259

0.375(9.5)

7/16(11.1)

0.385to

0.389

9/16(14.3)

0.490to

0.495

0.625(15.9)

11/16(17.5)

0.600to

0.605

1.425(36)

1.100(28)

1-3/4(44)

2-1/4(57)

3-1/4(83)

2-1/4(57)

115(156)

2-1/2(64)1-1/2(38)2

(51)

2-1/8(54)

2-1/2(64)

4(102)

2-1/2(64)

1-3/4(44)2-1/2(64)

2-3/4(70)

1.650(42)

2-1/2(64)

5(127)

3(76)

1-3/4(44)3-1/2(89)

3-1/4(83)

300(407)

3(76)

2.500(64)

3-1/2(89)

2.145(55)

3-1/4(83)

4(102)

6(152)

6(152)

4(102)

4(102)

4(102)

1-3/4(44)2-1/2(64)

5(127)

4(102)

1-3/4(44)3-3/4(95)

5(127)

4-1/2(114)

350(475)

4(102)

5/8”0.750(19.1)

13/16(20.6)

0.720to

0.725

3.100(79)

4-3/8(111)

2.910(74)

4-1/4(108)

5(127)

7(178)

7(178)

5(127)

5(127)

1-3/4(44)

1-3/4(44)3(76)

4-1/2(114)

6(152)

5(127)

400(542)

5(127)

3/4”

Nominal anchor diameter

dh

-

hef

hnom

ho

hmin

cmin

llanch

smin

cac

Tscrew 245(332)

do

Minimum diameter of hole clearance in fixture

Wedge-bit tolerance range

in. 1/4Wedge-bit3/8

Wedge-bit1/2

Wedge-bit5/8

Wedge-bit3/4

Wedge-bitdbitNominal drill bit diameter

Effective embedment

Minimum nominal embedment depth

Minimum hole depth1

Minimum concrete member thickness1

Minimum overall anchor length

Minimum edge distance1

Minimum spacing distance1

Critical edge distance1

Maximum impact wrench power (torque)

Impact wrench socket size

in. 7/32 21/64 7/16 1/2 19/32-Head height

1. For installations through the soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either directionfrom center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3hef or 1.5 times the flute width.

Blue TipMarking

HexWasher Head

SerratedUnderside

Dual ThreadProfile

Blue Wedge-bit

Designed and tested as a system for consistency and reliability

g

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INSTALLATION INSTRUCTIONS

Installation Instructions for Wedge-Bolt+

1.) Using the proper Wedge-bit size, drill a hole into thebase material to the requireddepth. The tolerances of thecarbide Wedge-bit usedmust meet the requirementsof the published Wedge-bitrange.

2.) Remove dust anddebris from the hole.

3.) Select a powered impactwrench that does not exceedthe maximum torque,Tscrew,for the selected anchordiameter. Attach anappropriate sized hex socket tothe impact wrench. Mount thescrew anchor head into thesocket.

4.) Drive the anchor throughthe fixture and into the holeuntil the head of the anchorcomes into contact with thefixture. The anchor shouldbe snug after installation. Donot spin the hex socket offthe anchor to disengage.

Installation Detail for Wedge-Bolt+ Installed Through Soffit of Steel Deck into Concrete

PRODUCT INFORMATIONWedge-Bolt®+

g

Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 4

SD PERFORMANCE DATA

Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1,2,3

Wedge-Bolt®+PRODUCT INFORMATION

-

Nominal Anchor SizeDesign Characteristic

Notation Units

STEEL STRENGTH IN TENSION4

CONCRETE BREAKOUT STRENGTH IN TENSION8

PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8

PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8

PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK

in.

1/2”3/8”1/4”

2-1/81-3/4 2-1/2 3-1/2 3-1/4

111 1

5/8”

Anchor category 1, 2 or 3

hnom

futa

Ase

hef

kuncr

cac

kcr

Np,uncr

Np,cr

Neq

Np,deck,uncr

Np,deck,cr

φ

φ

φ

φ

φ

ψc,N

Nsa

Nominal embedment depth

Minimum specified ultimate strength

Effective tensile stress area

Steel strength in tension

Reduction factor for steel strength3

Effective embedment

Effectiveness factor for uncracked concrete

Effectiveness factor for cracked concrete

Critical edge distance

Reduction factor for concrete breakout strength3

Characteristic pullout strength, uncracked concrete (2,500 psi)6

Characteristic pullout strength, cracked concrete (2,500 psi)6

Reduction factor for pullout strength3

Characteristic pullout strength,seismic6,(2,500 psi)9

Reduction factor for pullout strength3

Characteristic pullout strength,uncracked concrete over steel deck10

Characteristic pullout strength,cracked concrete over steel deck10

Reduction factor for pullout strength3

1. The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply.2. Installation must comply with published instructions and details.3. All values of φ were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of φ must be

determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4.4 for theappropriate φ factor.

4. The Wedge-Bolt+ is considered a brittle steel element as defined by ACI 318 D.1.5. For all design cases use ψc,N = 1.0. Select appropriate effectiveness factor for cracked concrete (kcr) or uncracked concrete (kuncr). 6. For all design cases use ψc,P = 1.0. For concrete compressive strength greater than 2,500 psi, Npn = (pullout strength value from table)*(specified concrete

compressive strength/2500)0.5. 7. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment.8. Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5.9. Anchors are permitted to be used in structural sand-lightweight concrete provided that Nb and Npn are multiplied by a factor of 0.60 (not required for steel deck).10. Values for Np, deck are for structural sand-lightweight concrete (f’c, min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied.

In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.5.2 is not required for anchors installed in the flute (soffit).

Modification factor for cracked anduncracked concrete5

ksi(N/mm2)

in2(mm2)

in.(mm)

in.(mm)

2.500(64)

1.650(42)

2424 24

17

1.0See note 5

NotApplicable 17

1.0See note 5

1.0See note 5

1.0See note 5

24

17

0.65 (Condition B)

0.65 (Condition B)

0.65 (Condition B)

0.65 (Condition B)

See note 7

2,965(13.2)

1,350(6.0)

3,085(13.7)

3,085(13.7)

2,010(8.9)

1,425(6.3)

2,480(11.0)

1,755(7.8)

3,760(16.7)

3,045(13.5)

1.425(36)

1.100(28)

2-3/4(70)

3-1/4(83)

2.145(54)

lb(kN)

lb(kN)

lb(kN)

lb(kN)

lb(kN)

lb(kN)

4,400(19.6)

-

2-1/2(64)

See note 7

NoData

NoData

NotApplicable

NotApplicable

100.0(990)0.168(4.28)16,800(74.7)

0.65

100.0(990)0.249(6.41)24,900(110.7)

-

-

-

-

-

-

-

4-1/2(114)

4(102)

4-3/8 4-1/4

1

3/4”

3.100(79)

1.0See note 5

See note 7

4,290(19.1)

See note 7See note 7

See note 7

See note 7

See note 7

1,085(4.8)

2,520(11.2)

4,290(19.1)

See note 7

24

17

See note 7

4,270(19.0)

4,095(18.2)

2,665(11.9)

NotApplicable

NotApplicable

2.910(74)

100.0(990)

37,100(164.9)

0.371(9.53)

5(127)

6(152)

100.0(990)0.044(1.10)

10,300(45.8)

100.0(990)0.103(2.66)

g

0.70 (Condition B)

0.60

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SD PERFORMANCE DATA

Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1,2

-

Nominal Anchor SizeDesign Characteristic Notation Units

STEEL STRENGTH IN SHEAR4,10

CONCRETE BREAKOUT STRENGTH IN SHEAR6,10

in.

1 1

1/2”3/8”

1

1/4”

1

5/8”

Anchor category 1, 2 or 3

hnom

Vsa

Nominal embedment depth

Steel strength in shear5

Reduction factor for steel strength 3

lb(kN)

-

4,825(21.5)

2,475(11.0)

7,980(35.5)

1.100(28)

1.425(36)

1.650(42)

2.500(64)

2.145(54)

11,990(53.3)

0.60φ

hef

φReduction factor for concrete breakout strength3

Nominal anchor diameter

-

3,670(16.3)

CONCRETE PRYOUT STRENGTH IN SHEAR6

kcp

φ

Coefficient for pryout strength(1.0 for hef < 2.5 in., 2.0 for hef ≥ 2.5 in.)

Reduction factor for pryout strength3

1.01.0 2.01.0 1.0

-

-

STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS10

Veq

φ

Steel strength in shear, seismic7

Reduction factor for steel strengthin shear for seismic3

7,980(35.5)

11,990(53.3)

lb(kN)

-

STEEL STRENGTH IN SHEAR FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK9

Vsa,deck

φ

Steel strength in shear,concrete over steel deck8

Reduction factor for steel strengthin shear for steel deck3

lb(kN)

-

1

3/4”

3.100(79)

2.910(74)

19,350(86.1)

2.0 2.0

12,970(57.7)

1. The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply.

2. Installation must comply with published instructions and details.3. All values of φ were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value

of φ must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4.4 for the appropriate φ factor.

4. The Wedge-Bolt+ is considered a brittle steel element as defined by ACI 318 D.1. 5. Reported values for steel strength in shear are based on test results per ACI 355.2, 9.4 and shall be used for design. These reported values may be lower

than calculated results using equation D-20 in ACI 318-05 D.6.1.2 and D-18 in ACI 318-02, D.6.1.2.6. Anchors are permitted to used in structural sand-lightweight concrete provided that Vb and Vcp are multiplied by a factor of 0.60 (not required for steel deck).7. Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, 9.6.8. Values for Vsa,deck are for structual sand-lightweight concrete (f’c, min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied.

In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are notrequired for anchors installed in the flute (soffit).

9. Shear loads for anchors installed through steel deck into concrete may be applied in any direction.10. For 2003 IBC code base replace Vsa with Vs; and le with l with Veq with Vsa, seis

Effective embedment

Load bearing length of anchor(hef or 8do, whichever is less)

in.(mm)

in.(mm)

PRODUCT INFORMATIONWedge-Bolt®+

0.70 (Condition B)

0.60

lle

0.250(6.4)

0.375(9.5)

0.500(12.7)

0.625(15.9)

0.750(19.1)

in.(mm)do

1,640(7.3)

3,090(13.7)

NoData

NoData

2-1/81-3/4 2-1/2 3-1/2 3-1/4 4-3/8 4-1/4

1.100(28)

1.425(36)

1.650(42)

2.500(64)

2.145(54)

3.100(79)

3,140(14.0)

3,305(14.7)

2.910(74)

NoData

1,2251,140 1,395

3,180 5,690

3,420

g

1. Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concretewith minimum slab thickness, ha = hmin, and with the following conditions:

- ca1 is greater than or equal to the critical edge distance, cac (table values based on ca1 = cac).- ca2 is greater than or equal to 1.5 ca1.

2. Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, hef, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information.

3. Strength reduction factors (φ) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed.4. Tabular values are permitted for static loads only, seismic loading is not considered with these tables.5. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D.6. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths pleasesee ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D.

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Tension and Shear Design Strength for Wedge-Bolt+ in Cracked ConcreteMinimum Concrete Compressive Strength, f'c (psi)

2,500

φNnTension(lbs.)

2-1/2

1-3/4

2-1/8

3-1/2

3-1/4

4-3/8

1,175

1,925

1,735

2,790

1,145

940

- - - - - - - - - -

1,915

940 1,030 1,030 1,190 1,190 1,460 1,460 1,685 1,685

1,455 1,680 1,670 2,060

1,485 1,610 1,485

2,045 2,375 2,360

1,870

2,785

1,285

2,110

1,905

3,055

1,250

2,095

2,050

3,050

1,485

2,440

2,195

3,525

1,445

2,420

2,365

3,520

1,815

2,985

2,690

4,320

1,770

2,965

2,900

4,325

2,100

3,450

3,105

4,990

2,045

3,345

4,980

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

3,000 4,000 6,000 8,000

1/2

5/8

NominalAnchorSize(in.)

NominalEmbed.hnom(in. )

4-1/4

2-1/2

2-1/8

1-3/4

3-1/2

3-1/4

4-3/8

4-1/4

2,740 3,005 3,485 3,465 4,025 4,245 4,925 4,9053/4

Steel Strength ControlsLegend

Concrete Breakout Strength Controls Anchor Pullout/Pryout Strength Controls

3,870 4,240 4,895 5,635 5,995 6,900 6,925 7,9653/4

Wedge-Bolt®+PRODUCT INFORMATION

Tension and Shear Design Strength for Wedge-Bolt+ in Uncracked Concrete

Minimum Concrete Compressive Strength, f'c (psi)

2,500

1,655

1,330

3,085

1,320

1,600

2,6402,450

4,260

4,455

3,900

970

2,680

1,445

1,755

2,895

4,880

4,270

1,060

2,935

1,815

3,380

2,685

4,670

2,095

3,905

3,100

5,390

2,025

3,385

3,340

4,930

2,565

4,780

3,800

6,600

2,480

4,150

4,090

6,040

2,965

5,520

4,385

7,625

2,865

4,780

4,725

6,975

3,000 4,000 6,000 8,000

1/2

3/8

1/4

1/4

3/8

5/8

NominalAnchorSize(in.)

NominalEmbed.hnom(in. )

Factored Design Strength (φNn and φVn) Calculated in Accordance with ACI 318 Appendix D:

900 985

Ca2Ca1

ha

PRODUCT INFORMATIONWedge-Bolt®+

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g

675490 600

645 1,150

990

1. Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concretewith minimum slab thickness, ha = hmin, and with the following conditions:

- ca1 is greater than or equal to the minimum edge distance, close edge condition cmin (table values based on ca1 = cmin).- ca2 is greater than or equal to 1.5 ca1.

2. Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, hef, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information.

3. Strength reduction factors (φ) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed.4. Tabular values are permitted for static loads only, seismic loading is not considered with these tables.5. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D.6. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths pleasesee ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D.

Tension and Shear Design Strength with 1-3/4” Edge Distance for Wedge-Bolt+ in Cracked ConcreteMinimum Concrete Compressive Strength, f'c (psi)

2,500

φNnTension(lbs.)

2-1/2

1-3/4

2-1/8

3-1/2

3-1/4

4-3/8

400

425

415

445

510

395

- - - - - - - - - -

555

455 435 495 500 575 615 705 710 810

475 550 805 675

825 695 955

985 780 1,135

575

620

440

465

450

490

560

605

630

675

505

535

520

565

645

700

725

780

620

655

640

690

790

855

890

955

715

760

740

795

910

1,025

1,105

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

φNnTension(lbs.)

φVnShear(lbs.)

3,000 4,000 6,000 8,000

1/2

5/8

NominalAnchorSize(in.)

NominalEmbed.hnom(in. )

4-1/4

2-1/2

2-1/8

1-3/4

3-1/2

3-1/4

4-3/8

4-1/4

440 480 705 555 815 680 1,000 7853/4

LegendConcrete Breakout Strength Controls

450 495 570 1,140 695 1,395 805 1,6153/4

Tension and Shear Design Strength with 1-3/4” Edge Distance for Wedge-Bolt+ in Uncracked Concrete

Minimum Concrete Compressive Strength, f'c (psi)

2,500

430

435

560

635

715

805500

585

900

865

535

775

695

780

880

990

945

585

850

470

545

640

640

545

630

735

740

900

980

1,015

1,095

665

775

900

905

1,105

1,200

1,245

1,340

770

895

1,040

1,045

1,275

1,385

1,435

1,545

3,000 4,000 6,000 8,000

1/2

3/8

1/4

1/4

3/8

5/8

NominalAnchorSize(in.)

NominalEmbed.hnom(in. )

Factored Design Strength (φNn and φVn) Calculated in Accordance with ACI 318 Appendix D:

390 425

Ca2Ca1

ha

Wedge-Bolt®+

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PRODUCT INFORMATION

g

ASD PERFORMANCE DATA

1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. 3. Allowable load capacities are multiplied by reduction factors found in the Design Criteria section when anchor spacing or edge distances are less than critical distances.

AnchorDiameter

in.(mm)

MinimumEmbedment

Depthin.(mm)

Minimum Concrete Compressive Strength (f 'c)

2,000 psi (13.8 Mpa) 4,000 psi (27.6 Mpa) 6,000 psi (41.4 Mpa)

Tensionlbs.(kN)

Shearlbs.(kN)

Tensionlbs.(kN)

Shearlbs.(kN)

Tensionlbs.(kN)

Shearlbs.(kN)

1/4 (6.4)

1(25.4)

720(3.2)

920(4.0)

1,340(6.0)

1,880(8.3)

1,660(7.5)

2,160(9.6)

1-1/2(38.1)

1,440(6.5)

2,000(8.8)

2,140(9.6)

2,080(9.2)

2,480(11.2)

2,260(10.0)

2(50.8)

2,400(10.8)

2,000(8.8)

3,940(17.7)

2,080(9.2)

4,980(22.4)

2,680(11.9)

2-1/2(63.5)

3,520(15.8)

2,000(8.8)

4,660(21.0)

2,080(9.2)

5,260(23.7)

2,680(11.9)

3/8(9.5)

1-1/2(38.1)

1,900(8.6)

2,760(12.2)

2,520(11.3)

3,440(15.3)

3,040(13.7)

5,600(24.9)

2(50.8)

3,000(13.5)

3,100(13.7)

3,920(17.6)

3,440(15.3)

5,200(23.4)

5,600(24.9)

2-1/2(63.5)

4,100(18.5)

3,440(15.3)

5,320(23.9)

3,440(15.3)

7,340(33.0)

5,600(24.9)

3(76.2)

5,800(26.1)

4,120(18.3)

7,740(34.8)

4,320(19.2)

9,900(44.6)

5,600(24.9)

3-1/2(88.9)

7,500(33.8)

4,820(21.4)

10,140(45.6)

5,200(23.1)

12,440(56.0)

5,600(24.9)

1/2(12.7)

2(50.8)

2,860(12.9)

4,960(22.0)

3,940(17.7)

5,680(25.2)

4,780(21.5)

7,600(33.8)

2-1/2(63.5)

4,100(18.5)

5,800(25.8)

5,200(23.4)

6,480(28.8)

6,480(28.8)

7,960(35.4)

3(76.2)

5,920(26.6)

6,200(27.5)

7,800(35.1)

7,240(32.2)

9,380(42.2)

7,960(35.4)

3-1/2(88.9)

6,060(27.3)

8,020(35.6)

8,480(38.2)

8,160(36.2)

11,900(53.6)

8,600(38.2)

4(101.6)

7,560(34.0)

8,660(39.0)

12,620(56.8)

9,080(40.9)

12,620(56.8)

9,600(43.2)

5/8(15.9)

2-1/2(63.5)

3,420(15.4)

7,200(32.4)

4,720(21.2)

10,240(45.5)

6,900(31.1)

10,180(45.2)

3(76.2)

4,560 (20.5)

7,920 (35.2)

7,380 (33.2)

10,240(45.5)

8,960 (40.3)

11,400 (50.7)

3-1/2(88.9)

5,720 (25.7)

8,640 (38.4)

10,040 (45.2)

10,240(45.5)

11,040 (49.7)

11,400 (50.7)

4(101.6)

8,240 (37.1)

9,540 (42.4)

12,760 (57.4)

11,140 (49.5)

14,320 (64.4)

12,080 (53.7)

4-1/2(114.3)

10,780 (48.5)

10,460 (46.5)

15,500 (69.8)

12,040 (53.5)

17,600 (79.2)

12,760 (56.7)

5(127.0)

13,300 (59.9)

11,360 (50.5)

18,220 (82.0)

12,960 (57.6)

20,860 (93.9)

13,480 (59.9)

3/4(19.1)

3(76.2)

4,320 (19.4)

9,480 (42.1)

6,480 (29.2)

12,120 (53.9)

8,700 (39.2)

14,800 (65.8)

3-1/2(88.9)

5,720 (25.7)

10,460 (46.5)

9,320 (41.9)

14,820 (65.9)

11,360 (51.1)

16,400 (72.9)

4(101.6)

7,120 (32.0)

11,460 (50.9)

12,140 (54.6)

17,520 (77.9)

14,020 (63.1)

18,000 (80.0)

4-1/2(114.3)

9,240 (41.6)

13,120 (58.3)

13,580 (61.1)

18,660 (83.0)

16,720 (75.2)

19,840 (88.2)

5(127.0)

11,340 (51.0)

14,780 (65.7)

15,020 (67.6)

19,740 (89.8)

19,400 (87.3)

21,700 (96.5)

5-1/2(139.7)

13,440 (60.5)

16,640 (74.0)

16,460 (74.1)

20,840 (92.7)

22,080 (99.4)

23,560 (104.8)

6(152.4)

15,540 (69.9)

18,120 (80.6)

17,900 (80.6)

21,960 (97.6)

24,760 (111.4)

25,420 (113.0)

Ultimate Load Capacities for Wedge-Bolt+ Installed into Normal-Weight Concrete at CriticalSpacing and Edge Distances1,2,3

PRODUCT INFORMATION Wedge-Bolt®+

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g

1/4(6.4)

3/8(9.5)

1/2(12.7)

5/8(15.9)

3/4(19.1)

2 3,320 2,720 830 680(50.8) (14.9) (12.1) (3.7) (3.0)

1 1/2 2,220 2,200 555 550(38.1) (10.0) (9.9) (2.5) (2.5)

3 5,280 4,660 1,320 1,165(76.2) (23.8) (20.7) (5.9) (5.1)

2 2,920 5,360 730 1,340(50.8) (13.1) (23.6) (3.3) (5.9)

4 7,720 9,260 1,930 2,315(101.6) (34.7) (41.1) (8.7) (10.2)

2 1/2 3,720 9,240 930 2,310(63.5) (16.7) (41.6) (4.2) (10.4)

5 12,160 14,940 3,040 3,735(127.0) (54.7) (66.4) (13.7) (16.6)

5 1/4 13,320 17,780 3,330 4,445(133.4) (59.9) (79.0) (15.0) (19.7)

ASD PERFORMANCE DATA

Ultimate and Allowable Load Capacities for Wedge-Bolt+ Installed in Structural Lightweight Concrete1,2,3,4

MinimumEmbedment

Depthhvin.

(mm)

NominalAnchor

Diameterdin.

(mm)

Tension Shear Tension Shearlbs. lbs. lbs. lbs.(kN) (kN) (kN) (kN)

Ultimate Load Allowable Load

1. Tabulated load values are for anchors installed in structuarl sand-lightweight concrete. Concrete compressive strength must be at the specified minimum at the time of installation.2. Allowable load capacities are calculated using an applied safety factor of 4.0.3. Allowable load capacities are multiplied by reduction factors found in the Design Criteria section when anchor spacing or edge distances are less than critical distances. 4. Linear interpolation for allowable loads for anchors at intermediate embedment depths may also be used.

Minimum Concrete Compressive Strength f ć ≥ 3,000 psi (20.7 MPa)

Wedge-Bolt®+

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PRODUCT INFORMATION

g

1/2 3 3/8 1 3/4 5,020 1,255(12.7) (85.7) (44.5) (22.6) (5.6)5/8 3 3/8 1 3/4 5,420 1,355

(15.9) (85.7) (44.5) (24.4) (6.1)3/4 3 3/8 1 3/4 5,660 1,415

(19.1) (85.7) (44.5) (25.5) (6.4)1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at

the time of installation.2. Allowable load capacities are calculated using an applied safety factor of 4.0.

f ć ≥ 2,000 psi (13.8 MPa)

Parallel to the Free EdgeMinimum

EdgeDistance

in.(mm)

NominalAnchor

Diameterdin.

(mm)

MinimumEmbedment

Depthhvin.

(mm)

ASD PERFORMANCE DATA

AllowableShearlbs.(kN)

UltimateShearlbs.(kN)

Ultimate and Allowable Shear Load Capacities for Wedge-Bolt+ at 1-3/4” Edge of Normal-Weight Concrete1,2

1/2 4 1 3/4 1,270 1,425 470(12.7) (101.6) (44.5) (5.7) (6.4) (2.1)

2 1/2 610 1,155 380(63.5) (2.7) (5.2) (1.7)

5/8 3 3/4 1 3/4 1,310 1,330 490(15.9) (95.3) (44.5) (5.9) (6.0) (2.2)

5 2,015 1,505 600(127.0) (9.1) (6.8) (2.7)

1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum atthe time of installation.

2. Allowable load capacities are calculated using an applied safety factor of 4.0.3. Allowable load capacities may also be applied to conditions at the edge of normal-weight concrete slabs.

f ć ≥ 2,500 psi (17.2 MPa)

Parallel tothe Free

Edge

Towards theFree Edge

MinimumEdge

Distance

in.(mm)

Tensionlbs.(kN)

NominalAnchor

Diameterdin.

(mm)

MinimumEmbedment

Depthhvin.

(mm)

Shearlbs.(kN)

Shearlbs.(kN)

Allowable Load Capacities for Wedge-Bolt+ Installed at 1-3/4” Edgeof Normal-Weight Concrete Stem Walls1,2,3

Edge

Edge

PRODUCT INFORMATION Wedge-Bolt®+

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g

MASONRY PERFORMANCE DATA

1. Tabulated load values are for anchors installed in minimum 6" wide, Grade N, Type II, lightweight concrete masonry unitsconforming to ASTM C 90 that have reached the minimum designated ultimate compressive strength at the time ofinstallation (f'm ≥ 1,500 psi).

2. Allowable load capacities listed are calculated using an applied safety factor of 5.0. Consideration of safety factorsof 10 or higher may be necessary depending on the application, such as life safety or overhead.

3. Linear interpolation for allowable loads for anchors at intermediate embedment depths may be used.4. Allowable shear loads for 1/4" and 3/8" diameter anchor installations into the face shell of a masonry wall may beapplied in any direction. Allowable shear loads for anchor diameters 1/2" and greater installed into the face shellmay be applied in any direction provided the location is a minimum of 12" from the edge of the wall. For anchordiameters 1/2" and greater installed with an edge distance less than 12" the allowable shear loads may be appliedin any direction except upward vertically.

Allowable Load Capacities for Wedge-Bolt+ Anchors Installed into the Face of Grout FilledConcrete Masonry1,2,3,4

Anchor Diameter

d (in.) (mm)

Minimum Embed. hv(in.) (mm)

Minimum Edge

Distance (in.) (mm)

Minimum End

Distance (in.) (mm)

Tension lbs. (kN)

Shearlbs. (kN)

f'm = 1,500 psi f'm ≥ 2,000 psi f'm = 1,500 psi f'm ≥ 2,000 psi

1/4 (6.4)

1 (25.4)

3-3/4 (95.3)

3-3/4 (95.3)

80 (0.4)

80 (0.4)

150 (0.7)

150 (0.7)

2 (50.8)

1-1/2(38.1)

2-3/4(69.9)

230(1.0)

265(1.2)

165(0.7)

190(0.8)

2 (50.8)

3-3/4 (95.3)

3-3/4 (95.3)

340 (1.5)

340 (1.5)

340 (1.5)

340 (1.5)

3/8 (9.5)

1-1/2(38.1)

3-3/4 (95.3)

12 (304.8)

210 (0.9)

210 (0.9)

400 (1.8)

400 (1.8)

2-1/2 (63.5)

1-3/4(44.5)

3-3/4 (95.3)

295(1.3)

340(1.5)

210(0.9)

245(1.1)

2-1/2 (63.5)

7-7/8 (200.0)

12 (304.8)

750 (3.4)

750 (3.4)

655 (2.9)

655 (2.9)

2-1/2 (63.5)

12 (304.8)

615(2.7)

710(3.1)

915 (4.0)

1055(4.7)

3-1/2 (88.9)

12 (304.8)

1,290 (5.8)

1,290 (5.8)

910 (4.0)

910 (4.0)

1/2 (12.7)

2 (50.8)

3-3/4 (95.3) 12

(304.8)

335 (1.5)

335 (1.5)

720 (3.2)

720 (3.2)

3 (76.2)

7-7/8 (200.0)

930 (4.2)

930 (4.2)

900 (4.0)

900 (4.0)

3-1/2 (88.9)

2-3/4(69.9)

3-3/4 (95.3)

595 (2.6)

685(3.0)

405(1.8)

470(2.1)

4 (101.6)

12 (304.8)

12 (304.8)

1,525 (6.9)

1,525 (6.9)

1,085 (4.8)

1,085 (4.8)

5/8 (15.9)

2-1/2 (63.5)

3-3/4 (95.3)

12 (304.8)

455 (2.0)

455 (2.0)

1,085 (4.8)

1,085 (4.8)

3 1/47-7/8 (200.0)

885 (4.0)

885 (4.0) 1,085

(4.8)1,085 (4.8)4

(101.6) 12 (304.8)

1,310 (5.9)

1,310 (5.9)

5 (127.0)

1,940 (8.7)

1,940 (8.7)

1,255 (5.6)

1,255 (5.6)

3/4 (19.1)

3 (76.2)

3-3/4 (95.3)

12 (304.8)

615 (2.8)

615 (2.8)

750 (3.4)

750 (3.4)

12 (304.8)

615 (2.8)

615 (2.8)

1,320 (5.9)

1,320 (5.9)

3-1/2 (88.9)

7-7/8 (200.0)

1,035 (4.7)

1,035 (4.7)

1,265 (5.7)

1,265 (5.7)

4 (101.6) 12

(304.8)

1,455 (6.5)

1,455 (6.5)

1,320 (5.9)

1,320 (5.9)

5 (127.0)

1,680 (7.6)

1,680 (7.6)

1,775 (7.9)

1,775 (7.9)

Wedge-Bolt®+

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PRODUCT INFORMATION

g

MASONRY PERFORMANCE DATA

1.Tabulated load values are for carbon steel and stainless steel anchors installed in minimum 6-inch wide, minimum Grade N, Type II, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation.

2. Allowable load capacities listed are calculated using an applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead.

Allowable Load Capacities for Wedge-Bolt+ Anchors Installed into the Top of Grout-FilledConcrete Masonry Wall1,2

1. Tabulated load values are for carbon steel and stainless steel anchors installed in minimum 6-inch wide, minimum Grade N, Type II, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation (f'm ≥ 1,500 psi).

2. Allowable load capacities listed are calculated using an applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as lifesafety or overhead.

3. Allowable shear loads for anchor installation into the horizontal and vertical mortar joints may be applied in any direction provided the anchor location is a minimum of 16" from the edge and end of the wall. For anchor installations with an edge diatance less than 16" the allowable shear loads may be applied in any direction except upward vertically.

4. Linear intepolation for allowable loads for anchors at intermediate embedment depths may be used.

Allowable Load Capacities for Wedge-Bolt+ Anchors Installed into the T-Joint of Grout-FilledConcrete Masonry Wall1,2,3,4

Nominal Anchor Diameter

in. (mm)

Minimum Embed. Depth in. (mm)

Minimum Edge

Distancein. (mm)

Minimum End

Distance in. (mm)

Tensionlbs. (kN)

Shear lbs. (kN)

3/8 (9.5)

1-1/2 (38.1)

16 (406.4)

16 (406.4)

- �510 (2.3)

3-1/2 (88.9)

830 (3.7)

1/2 (12.7)

4 (101.6)

1,090 (4.9)

5/8 (15.9)

4 (101.6)

840 (3.8)

1,225 (5.5)3/4

(19.1)

2-1/2 (63.5) - �4

(101.6)890 (4.0)

Nominal Anchor Diameter

d in.

(mm)

Minimum Embed. Depth hv in.

(mm)

Minimum Edge

Distance in.

(mm)

Minimum End

Distance in.

(mm)

Tensionlbs. (kN)

Shear (Toward Edge of Wall)

lbs. (kN)

Shear (Toward End of Wall)

lbs. (kN)

f'm = 1,500

psi

f'm ≥ 2,000psi

f'm = 1,500

psi

f'm ≥ 2,000psi

f'm = 1,500

psi

f'm ≥ 2,000psi

3/8 (9.5)

2-1/2 (63.5)

1-1/2 (38.1)

3(76.2)

310 (1.4)

355(1.6)

140 (0.6)

160(0.7)

250 (1.1)

290(1.3)

1-1/2 (38.1) 2

(50.8)

- -350 (1.6)

350 (1.6)

350 (1.6)

350 (1.6)

2-1/2 (63.5)

-570 (2.5)

570 (2.5)

380 (1.7)

380 (1.7)

380 (1.7)

380 (1.7)

1/2(12.7)

3-1/2 (88.9)

1-3/4 (44.5)

3(76.2)

535(2.4)

620(2.7)

260(1.2)

305(1.3)

240(1.1)

275(1.2)

4-1/2 (114.3)

1-3/4 (44.5)

3(76.2)

745(3.3)

860(3.8)

- - - -

5/8(15.9)

4-1/2 (114.3)

1-3/4 (44.5)

9(228.6)

835(3.7)

965(4.3)

250 (1.1)

285(1.2)

575(2.6)

660(2.9)

5-1/2 (139.7)

2-3/4 (69.9)

9(228.6)

1,005(4.5)

1,165(5.2)

420(1.9)

490(2.2)

- -

7-1/2 (190.5)

2-3/4 (69.9)

9(228.6)

1,215(5.4)

1,405(6.2)

- - - -

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g

MASONRY PERFORMANCE DATA

Allowable load capacities for Wedge-Bolt+ anchors installed into Multiple Wythe Solid Clay BrickMasonry1,2

Nominal Anchor Diameter

in. (mm)

Minimum Embed. Depth in. (mm)

Minimum Edge & EndDistance

in. (mm)

Minimum SpacingDistance

in.

Tension lbs. (kN)

Shear lbs. (kN)

1/4 (6.4)

2-1/2 (63.5)

4 (101.6)

4" Any Direction

455 (2.0)

295 (1.3)

3/8 (9.5)

3-1/2 (88.9)

6 (152.4)

6" Any Direction

680 (3.1)

630(2.8)

1/2 (12.7)

4 (101.6)

8 (203.2)

8" Any Direction

960(4.3)

1,230 (5.5)

5/8 (15.9)

4 (101.6)

10 (254.0)

12" Any Direction

1,225 (5.5)

1,710(7.6)

3/4 (19.1)

4 (101.6)

12 (304.8)

16" Any Direction

1,315 (5.9)

1,950(8.7)

1. Tabulated load values are for anchors installed in multiple wythe, minimum Grade SW, solid clay brick masonry walls conforming to ASTM C 62. Mortar must be minimumType N. Masonry compressive strength must be at the specified minimum at the time of installation (f'm ≥ 1,500 psi).

2. Allowable load capacities listed are calculated using an applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead.

Load Adjustment Factors for Spacing and Edge Distances1

Anchor Installed in Normal-Weight Concrete

Anchor Critical Distance Critical Minimum Distance MinimumDimension Load Type (Full Anchor Capacity) Load Factor (Reduced Capacity) Load Factor

Spacing (s)Tension scr = 12d FNS = 1.0 smin = 4d FNS = 0.50

Shear scr = 12d FVS = 1.0 smin = 4d FVS = 0.75

Edge Distance (c)Tension ccr = 8d FNC = 1.0 cmin = 3d FNC = 0.70

Shear ccr = 12d FVC = 1.0 cmin = 3d FVC = 0.15

Anchor Installed in Structural Lightweight Concrete

Anchor Critical Distance Critical Minimum Distance MinimumDimension Load Type (Full Anchor Capacity) Load Factor (Reduced Capacity) Load Factor

Spacing (s)Tension scr = 14.1d FNS = 1.0 smin = 4.7d FNS = 0.50

Shear scr = 14.1d FVS = 1.0 smin = 4.7d FVS = 0.75

Edge Distance (c)Tension ccr = 9.4d FNC = 1.0 cmin = 3.5d FNC = 0.70

Shear ccr = 14.1d FVC = 1.0 cmin = 3.5d FVC = 0.15

DESigN CRiTERiA (ALLOWABLE STRESS DESigN)Combined Loading

For anchors loaded in both shear and tension, the combination of loads should be proportioned as follows:

Where: Nu = Applied Service Tension LoadNn = Allowable Tension LoadVu = Applied Service Shear LoadVn = Allowable Shear Load

1. Allowable load values found in the performance data tables are multiplied by reduction factors when anchor spacing or edge distances are less than critical distances. Linear interpolation is allowedfor intermediate anchor spacing and edge distances between critical and minimum distances.When an anchor is affected by both reduced spacing and edge distance, the spacing and edge reductionfactors must be combined (multiplied). Multiple reduction factors for anchor spacing and edge distance may be required depending on the anchor group configuration.

NuNn( ) VuVn( )+

53

53≤ 1 NuNn( ) VuVn( )+ ≤ 1OR

Wedge-Bolt®+

Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 14

PRODUCT INFORMATION

g

1 0.751 1/2 0.81 0.752 0.88 0.79 0.75

2 1/2 0.94 0.83 0.78 0.753 1.00 0.88 0.81 0.78 0.75

4 1/2 1.00 0.91 0.85 0.816 1.00 0.93 0.88

7 1/2 1.00 0.949 1.00

1 0.501 1/2 0.63 0.502 0.75 0.58 0.50

2 1/2 0.88 0.67 0.56 0.503 1.00 0.75 0.63 0.55 0.50

4 1/2 1.00 0.81 0.70 0.636 1.00 0.85 0.75

7 1/2 1.00 0.889 1.00

Spacing, Tension (FNS)

Load Adjustment Factors for Normal-Weight Concrete

Notes: For anchors loaded in shear, the critical edgedistance (ccr ) is equal to 12 anchor diameters (12d )at which the anchor achieves 100% of load.Minimum edge distance (cmin) is equal to 3 anchordiameters (3d ) at which the anchor achieves 15%of load

DESigN CRiTERiA (ALLOWABLE STRESS DESigN)

Notes: For anchors loaded in tension, the criticaledge distance (ccr ) is equal to 8 anchor diameters(8d ) at which the anchor achieves 100% of load.Minimum edge distance (cmin) is equal to 3 anchordiameters (3d ) at which the anchor achieves 70% of load.

Notes: For anchors loaded in tension, the criticalspacing (scr ) is equal to 12 anchor diameters (12d )at which the anchor achieves 100% of load.Minimum spacing (smin ) is equal to 4 anchordiameters (4d ) at which the anchor achieves 50% of load.

Notes: For anchors loaded in shear, the criticalspacing (scr ) is equal to 12 anchor diameters (12d )at which the anchor achieves 100% of load.Minimum spacing (smin ) is equal to 4 anchordiameters (4d ) at which the anchor achieves 75% of load.

Dia. (in.) 1/4 3/8 1/2 5/8 3/4scr (in.) 3 4 1/2 6 7 1/2 9smin (in.) 1 1 1/2 2 2 1/2 3

Spac

ing,

s (

inch

es)

Spacing, Shear (FVS)

Dia. (in.) 1/4 3/8 1/2 5/8 3/4scr (in.) 3 4 1/2 6 7 1/2 9smin (in.) 1 1 1/2 2 2 1/2 3

Spac

ing,

s (

inch

es)

Edge Distance, Tension (FNC)

Dia. (in.) 1/4 3/8 1/2 5/8 3/4ccr (in.) 2 3 4 5 6cmin (in.) 3/4 1 1/8 1 1/2 1 7/8 2 1/4

Edge

Dis

tanc

e, c

(in

.)

3/4 0.151 1/8 0.29 0.151 1/2 0.43 0.24 0.151 7/8 0.58 0.34 0.22 0.152 1/4 0.72 0.43 0.29 0.21 0.153 1.00 0.62 0.43 0.32 0.24

4 1/2 1.00 0.72 0.55 0.436 1.00 0.77 0.62

7 1/2 1.00 0.819 1.00

Edge Distance, Shear (FVC)

Dia. (in.) 1/4 3/8 1/2 5/8 3/4ccr (in.) 3 4 1/2 6 7 1/2 9cmin (in.) 3/4 1 1/8 1 1/2 1 7/8 2 1/4

Edge

Dis

tanc

e, c

(in

.)

3/4 0.701 1/8 0.79 0.701 1/2 0.88 0.76 0.701 7/8 0.97 0.82 0.75 0.702 1.00 0.84 0.76 0.71

2 1/4 0.88 0.79 0.74 0.703 1.00 0.88 0.81 0.764 1.00 0.90 0.845 1.00 0.926 1.00

PRODUCT INFORMATION Wedge-Bolt®+

www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 15

g

Edge Distance, Tension (FNC)

Spacing, Tension (FNS)

Spacing, Shear (FVS)

Edge Distance, Shear (FVC)

1 1/4 0.751 3/4 0.81 0.752 3/8 0.88 0.79 0.753 0.94 0.84 0.78 0.75

3 1/2 1.00 0.87 0.81 0.77 0.755 1/4 1.00 0.91 0.85 0.827 1.00 0.92 0.88

8 7/8 1.00 0.9410 1/2 1.00

1 1/4 0.501 3/4 0.61 0.502 3/8 0.75 0.59 0.503 0.89 0.67 0.57 0.50

3 1/2 1.00 0.74 0.62 0.54 0.505 1/4 1.00 0.82 0.70 0.637 1.00 0.84 0.75

8 7/8 1.00 0.8810 1/2 1.00

Load Adjustment Factors for Structural Lightweight Concrete

Notes: For anchors loaded in shear, the critical edgedistance (ccr) is equal to 14.1 anchor diameters(14.1d ) at which the anchor achieves 100% of load.Minimum edge distance (cmin) is equal to 3.5anchor diameters (3.5d ) at which the anchorachieves 15% of load

DESigN CRiTERiA (ALLOWABLE STRESS DESigN)

Notes: For anchors loaded in tension, the criticaledge distance (ccr ) is equal to 9.4 anchor diameters(9.4d ) at which the anchor achieves 100% of load.Minimum edge distance (cmin) is equal to 3.5 anchordiameters (3.5d ) at which the anchor achieves 70% of load.

Notes: For anchors loaded in tension, the criticalspacing (scr) is equal to 14.1 anchor diameters(14.1d ) at which the anchor achieves 100% of load.Minimum spacing (smin) is equal to 4.7 anchordiameters (4.7d ) at which the anchor achieves 50% of load.

Notes: For anchors loaded in shear, the criticalspacing (scr) is equal to 14.1 anchor diameters(14.1d ) at which the anchor achieves 100% of load.Minimum spacing (smin) is equal to 4.7 anchordiameters (4.7d ) at which the anchor achieves 75% of load.

Dia. (in.) 1/4 3/8 1/2 5/8 3/4scr (in.) 3 1/2 5 1/4 7 8 7/8 10 1/2smin (in.) 1 1/4 1 3/4 2 3/8 3 3 1/2

Spac

ing,

s (

inch

es)

Dia. (in.) 1/4 3/8 1/2 5/8 3/4scr (in.) 3 1/2 5 1/4 7 8 7/8 10 1/2smin (in.) 1 1/4 1 3/4 2 3/8 3 3 1/2

Spac

ing,

s (

inch

es)

Dia. (in.) 1/4 3/8 1/2 5/8 3/4ccr (in.) 2 3/8 3 1/2 4 3/4 5 7/8 7cmin (in.) 7/8 1 3/8 1 3/4 2 1/4 2 5/8

Edge

Dis

tanc

e, c

(in

.)

Dia. (in.) 1/4 3/8 1/2 5/8 3/4ccr (in.) 3 1/2 5 1/4 7 8 7/8 10 1/2cmin (in.) 7/8 1 3/8 1 3/4 2 1/4 2 5/8

Edge

Dis

tanc

e, c

(in

.)

7/8 0.701 3/8 0.80 0.701 3/4 0.88 0.76 0.702 1/4 0.98 0.83 0.75 0.702 3/8 1.00 0.84 0.76 0.722 5/8 0.88 0.79 0.74 0.703 1/2 1.00 0.88 0.81 0.764 3/4 1.00 0.91 0.845 7/8 1.00 0.927 1.00

7/8 0.151 3/8 0.31 0.151 3/4 0.43 0.24 0.152 1/4 0.59 0.35 0.23 0.152 5/8 1.00 0.43 0.29 0.213 1/2 0.62 0.43 0.32 0.155 1/4 1.00 0.71 0.54 0.437 1.00 0.77 0.62

8 7/8 1.00 0.8210 1/2 1.00

Wedge-Bolt®+

Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 16

PRODUCT INFORMATION

g

ORDERING INFORMATION

Wedge-Bolt+ Screw Anchor(Carbon Steel with Blue Tip)

7204SD

7206SD

7207SD

7208SD

7210SD

7220SD

7222SD

7224SD

7226SD

7228SD

7230SD

7240SD

7242SD

7244SD

7246SD

7248SD

7250SD

7268SD

7252SD

7260SD

7262SD

7264SD

7266SD

7270SD

7280SD

7282SD

7284SD

7286SD

7288SD

7290SD

1/4" x 1-1/4"

1/4" x 1-3/4"

1/4" x 2"

1/4" x 2-1/4"

1/4" x 3"

3/8" x 1-3/4"

3/8" x 2-1/2"

3/8" x 3"

3/8" x 4"

3/8" x 5"

3/8" x 6"

1/2" x 2"

1/2" x 2-1/2"

1/2" x 3"

1/2" x 4"

1/2" x 5"

1/2" x 6"

1/2" x 6-1/2"

1/2" x 8"

5/8" x 3"

5/8" x 4"

5/8" x 5"

5/8" x 6"

5/8" x 8"

3/4" x 3"

3/4" x 4"

3/4" x 5"

3/4" x 6"

3/4" x 8 "

3/4" x 10 "

100

100

100

100

100

50

50

50

50

50

50

50

50

50

50

25

25

25

25

25

25

25

25

25

20

20

20

20

10

10

600

600

600

600

500

300

300

250

250

250

150

200

200

150

150

100

75

75

75

100

100

75

75

75

60

60

60

60

40

30

3

4

4

4

5

9

10

12

15

18

22

15

17

20

26

30

35

37

43

35

41

48

54

65

50

60

71

81

103

100

Shaded catalogue numbers denote sizes which are less than the minimumstandard anchor length for Strength Design.The published size includes the diameter and length of the anchor measuredfrom under the head.Wedge-Bolt+ is marked with a blue tip and must be installed with a matchedtolerance Wedge-bit.

The published size includes the diameter and length of the anchor measuredfrom under the head.Wedge-Bolt+ is marked with a blue tip and must be installed with a matchedtolerance Wedge-bit.

Cat. No. Anchor SizeBox Qty.

Carton Qty.

Wt./100(lbs)

Wedge-Bolt+ Mechanically Galvanized

Cat. No.

7726SD

7728SD

7730SD

7746SD

7748SD

7750SD

7751SD

7752SD

7764SD

7766SD

7768SD

7770SD

7786SD

7789SD

7790SD

50

50

50

50

25

25

25

25

25

25

25

25

20

10

10

250

250

150

150

100

75

75

75

75

75

75

75

60

40

20

Anchor Size

3/8" x 4"

3/8" x 5"

3/8" x 6"

1/2" x 4"

1/2" x 5"

1/2" x 6"

1/2" x 6-1/2"

1/2" x 8"

5/8" x 5"

5/8" x 6"

5/8" x 6-1/2"

5/8" x 8"

3/4" x 6"

3/4" x 8-1/2"

3/4" x 10"

Box Qty.

Carton Qty.

PRODUCT INFORMATION Wedge-Bolt®+

www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 17

g

Installation Accessories

08280 1Hand pump / dust blower

Cat. No. Description BoxQty.

© 2011 Powers Fasteners, Inc. All Rights Reserved. Wedge-Bolt+ is a Trademark of Powers Fasteners, Inc. For the most current product information please visit www.powers.com.

Wedge-bits

2”

4”

4”

6”

16”

10”

4”

8”

10”

16”

6”

10”

16”

6”

10”

8”

11”

8”

8”

8”

8”

8”

2-1/2”

4”

4”

11”

4”

11”

11”

11”

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

250

100

200

100

50

50

150

50

50

50

75

75

50

100

50

20

-

20

20

20

20

20

100

-

-

-

-

50

-

-

Cat. No. Wedge-bit Description

Usable Length

Tube Qty.

Carton Qty.

01312

01314

01316

01318

01319

01332

01320

01322

01334

01335

01324

01326

01336

01328

01330

01340

01342

01344

01348

01354

01356

01358

01370

01372

01380

01384

01390

01394

01396

01397

SDS 1/4" x 4"

SDS 1/4" x 6"

SDS 3/8" x 6"

SDS 3/8" x 8"

SDS 3/8" x 18"

SDS 3/8" x 12"

SDS 1/2" x 6"

SDS 1/2" x 10"

SDS 1/2" x 12"

SDS 1/2" x 18"

SDS 5/8" x 8"

SDS 5/8" x 12"

SDS 5/8" x 18"

SDS 3/4" x 8"

SDS 3/4" x 12"

Spline 1/2" x 13"

Spline 1/2" x 16"

Spline 5/8" x 13"

Spline 3/4" x 13"

SDS-Max 1/2" x 13"

SDS-Max 5/8" x 13"

SDS-Max 3/4" x 13"

HD Straight Shank 1/4" x 4"

HD Straight Shank 1/4" x 6"

HD Straight Shank 3/8" x 6"

HD Straight Shank 3/8" x 13"

HD Straight Shank 1/2" x 6"

HD Straight Shank 1/2" x 13"

HD Straight Shank 5/8" x 13"

HD Straight Shank 3/4" x 13"